Department Of Agriculture Tender
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Costs
EMD
₹ 3,08,000Document Cost
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Description
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Contact
Tender Id
2020_DAASC_16479_2Bid Award Id
ViewTender No
AGRI/ENGG/4713/Seed Farm/2018-19/74Tender Authority
Department Of Agriculture ViewPurchaser Address
-Website
http://https://keralaagriculture.gov.in/
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Documents
BOQ Items
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Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.
(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.
87.1
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PLAIN CEMENT CONCRETE WORKS :
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).
(a) In prop 1cement: 3 sand :6 coarse aggregate by volume
5.06
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REINFORCED CEMENT CONCRETE WORKS
Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level
Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.
b) M15 grade concrete
9.25
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(B) In super structure from plinth level up to 1st floor level. ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.
b) M15 grade concrete
7.46
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TIMBER SHUTTERING :
Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:
(a) In substructure (b) Using 25mm thick plank
80.02
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(b) In superstructure above plinth level
(ii) Using 25mm thick plank
78.6
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BRICKWORK :
Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.(a).Brick on flat soling.
218.68
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Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed.
(I) In Sub-structure upto plinth level including dewatering if necessary
(b). In proportion 1:5
13.56
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CEMENT PLASTERING
15 mm thick Cement plaster 1:1:1(1 lime:1 surkhi:1 sand) in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed.
a) ROUGH SIDE
114.8
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FLOORING:
40 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed.
218
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ROOFING
Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlin etc. (Roof trusses and purlin etc.to be measured and paid separately). (a) 0.45 mm thick
163.2
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Providing galvd iron ridging of TATA SHAKTEE / SAIL including supplying and fixing necessary galvd screws/washers etc. complete as directed.
(a) 0.45 mm thick (i) 150 mm lapping
10.8
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BARGE BOARD
Providing barge board of size 200mm x 20mm with 1st class local Hollock/ Bonsum timber including fitting and fixing with necessary wood screws etc. complete.
53.6
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COLOUR WASHING / CEMENT WASHING / DISTEMPERING
a) Colour washing with lime on wall surface (two coats) over and including a priming coat of white washing to give an even shade after throughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter.
93.6
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b) Extra over item no. (a) above for every subsequent coat of colour wash with lime on wall surfaces.
93.6
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STEEL & IRON WORKS
Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.
(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) (b) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX) (For Assam Type Bldg., drain works,,retaining wall&boundary wall etc. .
26.26
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ROOF TRUSS
Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998
33.31
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(Item No. 21-30) CONSTRUCTION OF APPROACH ROAD AND HUME PIPE CULVERT WITH BOTH SIDE DRAIN FROM N.H.- 31 TO 1000 MT STORAGE GODOWN AT SORBHOG SEED FARM, SORBHOG, DIST- BARPETA.
Cutting of trees including cutting of trunks branches and removal cutting of tree including cutting of trunks branches and removal of stumps, material with all lifts and upto a lead of 1000 mtrs. and earth filling in the depression/ pit..
(i) Girth from 300mm to 600mm.
30
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18 Construction of sub-grade and earthen shoulders (construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (including cost of testing of materials at site and laboratory as directed by the deptt.
(a) From Private Land.
(E) Extra lead beyond initial lead of 3 Km.
649.6
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Granular Sub-Base with well material
(b) By plant Mix Method Construction of granded materials, Mising in mechanical mix plants OMC, carriage of mixed material to work site upto lead of 1000m opreading in unform layers by tractors with grading attachment on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401.
(i) For Grading - I material
275
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Water Bound Macadam Sub-Base
(i) WBM Grading- II
Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including in uniform thickness hard packing, rolling with three wheel 80-10 KN static roller in stages to proper grade and camber, applying and broming stone screening/ binding materials to fill up the interstices of coarse aggregate, water and compacting to the required density grading 1 as per technical specification clause 405. (b) By Mechanical means
49.5
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(ii) WBM Grading- II Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including in uniform thickness hard packing, rolling with three wheel 80-10 KN static roller in stages to proper grade and camber, applying and broming stone screening, binding materials to fill up the interstices of coarse aggregate, water and compacting to the required density grading 1 as per technical specification clause 405. (b) By Mechanical means
49.5
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(iii) WBM Grading- III
Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including in uniform thickness hard packing, rolling with three wheel 80-10 KN static roller in stages to proper grade and camber, applying and broming stone screening, binding materials to fill up the interstices of coarse aggregate, water and compacting to the required density grading 1 as per technical specification clause 405. (b) By Mechanical means
49.5
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Prime Coat
Medium Porosity-
Providing and applying primer coat with bitumen emulsion (CSSI-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 – 1.2 Kg/sqm. using mechanical means as per Technical specification clause 502.
(A) Primer @ 0.60 Kg/sqm.
(ii) With bitumen emulsion CSS- I
660
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Tack Coat
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion pressure distributor at the rate of 0.30 to 0.35 Kg/sqm. on the prepared non-bituminous surface (Cement concrete pakement) cleaned with hydraulic from as per technical specification clause 503.
(iii) With bitumen emulsion CRS- I
(a) Normal bituminous surface
660
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20mm thick open graded prem carpet using bituminous (Penetration grade/modified bitumen) Binder providing laying and rolling op open graded premise carpet 20mm thickness compassed of 13.2mm to 5.6mm aggregates using penetration grade bitumen to required line, grade and level to serve as waring course on a previously prepared base including mixing in a suitable plant, laying and rolling with a tree wheel 80-100KN static roller capacity finanhed to required level and grads to be followed by seal coat of wither Type A or Type B or (as per Technical specification on clause 508).
(iii) Without anti stripping agent
660
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Seal Coat
Providing and applying seal coat sealing the voids in a bituminous surface laind to the specified levels, grade and eross fall using Type-A, Type-B and Type as per technical specification clause 510.
(b) By mechanical means Type - A
(a) Without anti stripping agent case- I
660
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(Item No. 31-36) Construction of Hume Pipe culvert 1000mm Dia (NP-3) Double Row
Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.
1. Ordinary soil. A. Manual
27.32
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Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.
(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.
25.79
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Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).
(a) In prop 1cement: 3 sand :6 coarse aggregate by volume
6.07
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REINFORCED CEMENT CONCRETE WORKS
Providing and laying RCC Pipe NP-3 as per design in single row
(B) 1000 mm dia
15
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Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed.
(I) In Sub-structure upto plinth level including dewatering if necessary
(b). In proportion 1:4
21.52
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CEMENT PLASTERING
15 mm thick Cement plaster 1:1:1(1 lime:1 surkhi:1 sand) in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed.
a) FACE WALL
28.11
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(Item No. 37-52) INSTALLATION OF STW UP TO 30 METER DEPTH WITH SOLAR PV POWERED SYSTEM AT SORBHOG SEED FARM, DISTRICT- BARPETA.
Medium duty GI Pipe (80mm) ISI Mark
1.5
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UPVC Casing 6kgf/cm2 (80mm)
23.5
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PVC Ribbed Screen stainer 80mm , ISI
6
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PVC Non Returnable Check Valve 90mm, ISI Mark
1
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PVC End Plug, 90mm dia, ISI Mark
2
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PVC Socket, 90mm dia, pressure 6kgf/cm2
5
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PVC adaptor
1
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PVC Suction pipe 75mm dia, pressure 6kgf/cm2
1
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Solvent Cement (250 ml)
1
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Cost of Labour Charges Labour charge for boring to make 200 mm dia bore hole including arranging and carriage of necessary boring materials, tools, bentonite etc and withdrawing the pipe all complete as directed.
30
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Labour charge of sinking, lowering, fitting fixing in position of 125 mm dia UPVC pipe assembly comprising of strainer, pipes and cone in portable water bearing strata, washing the bore well etc.
30
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Providing and packing coarse sand around strainer and casing pipe including and carriage of materials all complete as directed and specified.
30
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Labour charge for providing bentonite clay including the cost of bentonite clay around 150/200 mm dia tube well up to a depth of 6.00 m
2
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Construction of floor base (1.50 m ×1.50m)
2.25
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Cost of Solar PV Powered system (ROTOMAG MOTORS)
1
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Construction of 10000 Ltr. capacity R.C.C. Water storage Tank (For irrigation system)
1
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(Item No. 53-61) CONSTRUCTION OF IRON GATES AT SORBHOG SEED FARM, DIST- BARPETA.
Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.
1. Ordinary soil. A. Manual
10.37
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Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.
(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.
160.65
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Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).
(a) In prop 1cement: 4 sand :8 coarse aggregate by volume
1.29
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REINFORCED CEMENT CONCRETE WORKS
Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level
Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.
b) M15 grade concrete
1.38
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(B) In super structure from plinth level up to 1st floor level. ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.
b) M15 grade concrete
1.19
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BRICKWORK :
Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.
(a).Brick on flat soling.
8.64
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FENCING AND GATES
Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts).
7.42
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Providing rails for plying of rollers of gate made made from 50mm x 6mm size M.S. flat and to be fitted with 3 nos of hinged hold fasts to be embedded in concrete prop. 1:2:4 of 10mm wide and 75 mm deep over brick flat soling 250mm wide including curing etc. complete.
16.56
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Providing roller to the gate including welding etc.complete
a) With 25mmx50mm (dia) roller
8
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Earth & Canel Earthwork in excavation for earthern irrigation canal including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.
1. Ordinary soil. A. Manual
488
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